Splice Connection 200
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Transcript of Splice Connection 200
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7/26/2019 Splice Connection 200
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Bolted end plate
General
This connection can bear any kind o orces and it's typical or beam-beam apexconnection that must transmit consistent bending moment.
Standard: !S" - S# $%th &d
Bolt eccentricity calc. method: &lastic
"ategory or shear: Bearing type
oment calc. method: isc #esign (uides )*+,*%,*
Top confguration: % bolt &xtended Stiened
Bottom confguration: % bolt &xtended Stiened
/rocedure: 0ptimum
Loads1nits k2, k23m
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"ase4 a, /a4 56.+, 7a ma84 %.+5, 7a min4 %.55, a ma84 9.9$, a min4 *.$,
Ta4 .+,
"ase4 b, /a4 -$.95, 7a ma84 -.5, 7a min4 -$.+6, a ma84 9, a min4 -+.9*,
Ta4 -$9.%%,
"ase4 c, /a4 $$9.+, 7a ma84 .5, 7a min4 $.5$, a ma84 9.9$, a min4 %.6%,
Ta4 $$.9*,
"ase4 d, /a4 -$9;.+*, 7a ma84 -.++, 7a min4 -.;$, a ma84 -9.9$, a min4
-.%%, Ta4 -$*.$,
"ase4 e, /a4 56.++, 7a ma84 .%, 7a min4 %.5;, a ma84 9, a min4 *.*, Ta4
$9.*,
"ase4 , /a4 -%.$, 7a ma84 -%.%$, 7a min4 -$.%, a ma84 -9.9$, a min4
-*.6+, Ta4 -.%,
"ase4 g, /a4 $$9.+%, 7a ma84 .+, 7a min4 $.5%, a ma84 9.9$, a min4 %.6+,
Ta4 $*.6,
"ase4 h, /a4 -$99.;5, 7a ma84 -.5, 7a min4 -.;;, a ma84 -9.9$, a min4
-.%%, Ta4 -$9.6*,
Members2o strength check is made or members.
ember: *99>5>$*
9.* m
9.* m
9.9$* m
9.995 m
9.9$ m
aterial: S*+
*+ 2?mm@
+9 2?mm@
thk A: 9.9$ m
9
Plate & BoltsBolt siCe: *9
9.9* m
9.9** m
"lass: 5.5
%9 2?mm@
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599 2?mm@
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Weld, Notch & Stifeners=eld betEeen plate and sec. member:
;9 2?mm@
=eb Eeld: complete penetration
9.$%% m
Flange Eeld: complete penetration
9.* m
-9.9$ m =eld distance rom "onn. xis
Stieners
SumUp
Bolt shear: ok *G HhIBolt min. distances: ok
/l. bearing hor.: ok $G HdI
/l. bearing vert.: ok G HgI
Bolt tension: ok $G HcI
Bolt combined: ok *G HcI
oment cap.: ok 9G HcI
Stiener min. thk: ok
Bolts"ase a
Shear:
%.55 k2
%.+5 k2
.+ k23m
.+ k23m
$
.* k2
%*.* k2
.; k2
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Bolt shear: ok $G
Tension:
56.+ k2
9.9$ k23m
6%.* k2
;+. k2
56.%% k2
Bolt tension: ok $*G
Bolt combined: ok $;G Bolt ;
+.;% k23m
oment cap.: ok 9G
"ase b
Shear:
-$.+6 k2
-.5 k2
-$9.%% k23m
-$9.%% k23m
$
.* k2
%*.* k2
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.5%5 k2
Bolt shear: ok $G
Tension:
-$.95 k2
9 k23m
6%.* k2
;+. k2
9 k2
Bolt tension: ok 9G
Bolt combined: ok ;G Bolt 5
9.$% k23m
oment cap.: ok 9G
"ase c
Shear:
$.5$ k2
.5 k2
$$.9* k23m
$$.9* k23m
$
.* k2
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%*.* k2
;.9+; k2
Bolt shear: ok *G
Tension:
$$9.% k2
9.9$ k23m
6%.* k2
;+. k2
$$9. k2
Bolt tension: ok $G
Bolt combined: ok *G Bolt ;
%;.6; k23m
oment cap.: ok 9G
"ase d
Shear:
-.;$ k2
-.++ k2
-$*.$ k23m
-$*.$ k23m
$
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.* k2
%*.* k2
5.* k2
Bolt shear: ok *G
Tension:
-$9;.+ k2
-9.9$ k23m
6%.* k2
;+. k2
9.$+*6 k2
Bolt tension: ok 9G
Bolt combined: ok $*G Bolt 5
.6 k23m
oment cap.: ok 9G
"ase e
Shear:
%.5; k2
.% k2
$9.* k23m
$9.* k23m
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$
.* k2
%*.* k2
;.%* k2
Bolt shear: ok *G
Tension:
56.++ k2
9 k23m
6%.* k2
;+. k2
56.++ k2
Bolt tension: ok $*G
Bolt combined: ok $;G Bolt ;
+.; k23m
oment cap.: ok 9G
"ase
Shear:
-$.% k2
-%.%$ k2
-.% k23m
-.% k23m
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$
.* k2
%*.* k2
%.*; k2
Bolt shear: ok $G
Tension:
-%.$ k2
-9.9$ k23m
6%.* k2
;+. k2
9.$* k2
Bolt tension: ok 9G
Bolt combined: ok G Bolt 5
9.*; k23m
oment cap.: ok 9G
"ase g
Shear:
$.5% k2
.+ k2
$*.6 k23m
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$*.6 k23m
$
.* k2
%*.* k2
.+ k2
Bolt shear: ok $G
Tension:
$$9.+ k2
9.9$ k23m
6%.* k2
;+. k2
$$9. k2
Bolt tension: ok $G
Bolt combined: ok *G Bolt ;
%;.65 k23m
oment cap.: ok 9G
"ase h
Shear:
-.;; k2
-.5 k2
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-$9.6* k23m
-$9.6* k23m
$
.* k2
%*.* k2
5.6 k2
Bolt shear: ok *G
Tension:
-$99.5 k2
-9.9$ k23m
6%.* k2
;+. k2
9.$+*6 k2
Bolt tension: ok 9G
Bolt combined: ok $*G Bolt 5
.6 k23m
oment cap.: ok 9G
!S" #&S!(2 (1!#& &T
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"olumn side:
Beam side:
2egative oment
"olumn side:
Beam side:
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#epending on the thin or thick plate method chosen Hi 'optimum' is selected, the
method alloEing the maximum capacity is consideredI and depending on axial
orces that might scale doEn moment capacity, the moment resisting capacities
as previously reported are considered case by case.
Additional checs !or moment connections"ase: a
Stiener min. thk: ok
9.995 m
"ase: b
Stiener min. thk: ok
9.995 m
"ase: cStiener min. thk: ok
9.995 m
"ase: d
Stiener min. thk: ok
9.995 m
"ase: e
Stiener min. thk: ok
9.995 m
"ase:
Stiener min. thk: ok
9.995 m
"ase: g
Stiener min. thk: ok
9.995 m
"ase: h
Stiener min. thk: ok
9.995 m
Plate bearin""ase: a
9.9$
9.9++% m
9.9* m
9.9++% m
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9.9* m
9.9 m
9.9 m
9.9 m
9.9+ m
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$99.* k2
$*.$; k2 Bolt 5
$+5.* k2
.*9; k2 Bolt 5
/late bear. h.: ok $*G
/late bear. v.: ok %G
"ase: c
$99.* k2
$*.55 k2 Bolt 5
$+5.* k2
.6; k2 Bolt 5
/late bear. h.: ok $+G
/late bear. v.: ok %G
"ase: d
$99.* k2
$.95 k2 Bolt 5
$+5.* k2
.$5 k2 Bolt 5
/late bear. h.: ok $G
/late bear. v.: ok %G
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"ase: e
$99.* k2
$*.+5 k2 Bolt 5
$+5.* k2
.$* k2 Bolt 5
/late bear. h.: ok $*G
/late bear. v.: ok %G
"ase:
$99.* k2
.%% k2 Bolt 5
$+5.* k2
*.69+ k2 Bolt 5
/late bear. h.: ok G
/late bear. v.: ok *G
"ase: g
$99.* k2
$%.5$ k2 Bolt 5
$+5.* k2
.*+ k2 Bolt 5
/late bear. h.: ok $G
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/late bear. v.: ok G
"ase: h
$99.* k2
$+.* k2 Bolt 5
$+5.* k2
. k2 Bolt 5
/late bear. h.: ok $+G
/late bear. v.: ok %G
Weldin""ase: a
=eb Eeld
2o check reKuired or complete pen. Eeld
Flange Eeld
2o check reKuired or complete pen. Eeld
"ase: b
=eb Eeld
Flange Eeld
"ase: c
=eb Eeld
Flange Eeld
"ase: d
=eb Eeld
Flange Eeld
"ase: e
=eb Eeld
Flange Eeld
"ase:
=eb Eeld
Flange Eeld
"ase: g
=eb Eeld
Flange Eeld
"ase: h
=eb Eeld
Flange Eeld
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#omments$Notesinimum value or plate thk in this geometry and loading: 9.99*9$m
bp is outside tested monotonic range: min45in., max4$9.*in.
d is outside tested monotonic range: min4$+.;in., max4*%in.
db is outside tested cyclic range: min4$in., max4$.*in.